Tender For Repair Of Road From Kalyanpur Village Road From Joraamtala Bus Stand Towards Majhikhara Within Ausgram-I Block
Tender Value
Ref. Documents
Estimated cost
Bid Submission
27 Jan 2023
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
ausgram → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repair Of Road From Kalyanpur Village Road From Joraamtala Bus Stand Towards Majhikhara Within Ausgram-I Block
BOQ
| Sl. No. | Item Description |
| 1 | Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30.(Extra quantity of earth for filling shall be obtained from road side borrow pits.) |
| 2 | Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement materials For average depth above 40 mm but not exceeding 75 mm by manual means:Stone-metal surface. |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying andbrooming requisite type of screening / bindingmaterials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery andcompacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)b)With coarse aggregate of size range 53mm-22.4mmCompacted thickness (using 1.21 cum of Grading-II aggrigates ,0.24 cum of type-Bscreening materials.Using Manual meansmmCompacted thickness (using 1.21 cum of Grading-II aggrigates ,0.24 cum of type-Bscreening materials.Using Manual means |
| 4 | Repairing pot-holes and making up small depressions with ramming or power rolling including screening, cleaning chips or metals and washing, drying as necessary and heating the chips or metal where necessary, cutting pot holes to regular shapes with vertical edges, cleaning the disintegrated materials, heating matrix and applying tack coat (including sides), finishing the top of repaired surface levelled with adjoining area, including cost and carriage of stone aggregates and matrix, excluding cost of applying tack coat. [Tack coat is to be considered separately] With premixed Chips or Bajrees with 54 kg of bitumen per m3 of loose net volume of stone chips using concrete mixer machine. (The payment is to be made on the basis of loose net volume of stone materials consumed in the work) Using Suitable Pan |
| 5 | Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). On Bituminous Surface(Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.) |
| 6 | Providingandapplyingprimercoat withCationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications forRoad&BridgeWorksofMoRT&H (5th Revision).For WBM/WMM surface @ 0.85kg/Sqm |
| 7 | Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion,carryingthemixturebyanysuitablearrangements,laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished torequiredlevelandgradesincludingthecostand carriage of stone chips and matrix, heating the matrix, preheating theaggregatestorequiredtemperature and including the hire charges of Mobile Hot Mix Plant (LightDuty)andothermachinery, payofoperators,cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD. |
| 8 | Providing andlayingPremixed SealCoat(TypeB) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coatedwithtackcoat,includingheating andmixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniformrate usingsuitablemeans,brushingthe surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, costoffuel and lubricants, including hire charges of machineries, tools &plantsrequired forconstruction and quality control complete as per Clause 511 of SpecificationsforRoad&BridgeWorksofMoRT&H (5th Revision). |
| 9 | Earthworkinexcavationfromborrowpits(land wned/arranged by the Department) and depositing inlayersof250mm.includingbreakingclodsin embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m makingbunds at top as directed dressing complete. (Borrow pit measurement) |
| 10 | Add GST,as applicable @18 % |
| 11 | Add Labour welfare cess @ 1% |
AI Tender Summary
Tender Timeline
Jan 12, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 27, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 30, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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